摘要
基于反问题理论的岩土本构关系数值建模方法,对砂土弹塑性本构关系的数值建模进行了研究。
Based on the numerical method of the inverse problem theory in modeling the constitutive relations of rock and soil, the numerical modeling for the elastoplastic constitutive relations of sand is studied.
出处
《土工基础》
2006年第3期60-62,共3页
Soil Engineering and Foundation
关键词
弹塑性本构关系
K0固结
数值建模
应力路径
elastoplastic constitutive relations, K0 consolidation, numerical modeling, stress path
